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        土方工程作業指導書.doc

        更新時間: 2024-02-29
        下載權限: 免費會員
        文件大小: 0.02 MB
        文件類型: .doc
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        上傳會員: 龍龍
        所屬欄目: 施工方案
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        資料簡介

        土方工程作業指導書
        一般規定:
        土石方工程應合理選擇施工方案,編制、審批、實施符合九九定額精神,盡量采用新技術和機械化施工。
        施工中如發現有文物或古墓等應妥善保護,并應立即報請當地有關部門處理后,方可繼續施工。
        在敷設有地上或地下管道、光纜、電纜、電線的地段施工進行土方施工時,應事先取得管理部門的書面同意,施工時應采取措施,以防損壞。
        土石方工程應在定位放線后,方可施工。
        土方工程施工應進行土方平衡計算,按照土方運距最短、運程合理和各個工程項目的施工順序做好調配,減少重復搬運。
        1、場地平整
        1.1、操作方法:
        關鍵是測量,隨干隨測,最終測量作好書面記錄。實地測點標識,作為檢查、交驗的依據。
        填方應選用符合要求的土料,邊坡施工應按填土壓實標準進行水平分層回填壓實。
        平整場地后,表面逐點檢查,檢查點的間距不宜大于20M。
        1.2.質量要求及標準:
        Earthworks operation instructions
        General provisions:
        Earthwork construction plan should be a reasonable choice, preparation, approval, implementation of the spirit of the fixed line 99, to maximize the use of new technologies and mechanization in construction.
        Construction as found in tombs and other relics or should be properly protected, and should be treated immediately report to local authorities, can continue the construction.
        In laying there on the ground or underground pipes, cables, cable, wire construction for earthwork construction site, should obtain prior written consent of management, construction should take measures to prevent damage.
        Earthwork should be put in the positioning line, before construction.
        Construction of earthwork earthwork balance calculation should be carried out in accordance with the shortest distance earth, fortune and all reasonable construction of the Project in order make the deployment, reduce duplication removal.
        1, site preparation
        1.1, methods of operation:
        The key is to measure, with the dry with the test, make a written record of the final measurement. Field measuring point identification, as inspection, the basis for examination.
        Fill should be used to meet the requirements of the soil material, compacted fill slope construction standards should be the level of backfill compaction layer.
        After leveling the ground surface, point by point inspection, checkpoint spacing not greater than 20M.
        1.2. Quality and standards:

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